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SMACNA RectangularIndustrialDuctConstructionStandards 2007 SIE

SMACNA RectangularIndustrialDuctConstructionStandards 2007 SIE

$183.63

Rectangular Industrial Duct Construction Standards, Metric (SI) Version

Published By Publication Date Number of Pages
SMACNA 2007 444
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Written specifically for the international market, the Rectangular Industrial Duct Construction Standards, SI (Metric–le Système International d’Unités) version is based on the same theoretical work and scope of the Inch Pound (I-P) version, 2nd edition, published 2004. The difference between the two publications is that the data in the SI version is expressed in metric units and the ratings are based on using materials produced under and to ISO standards, in both strength and physical dimensions–Hard Metric. Refer to the Rectangular Industrial Duct Construction Standards I-P version for publication description.

PDF Catalog

PDF Pages PDF Title
5 FOREWORD
6 RECTANGULAR INDUSTRIAL TASK FORCE
7 NOTICE TO USERS OF THIS PUBLICATION
11 TABLE OF CONTENTS
19 CHAPTER 1 INTRODUCTION
1.1 SCOPE
1.2 PURPOSE
1.3 DEVELOPMENT OF THE SECOND EDITION
1.4 INDUSTRIAL DUCT DESIGN
20 1.5 HOW TO USE THIS MANUAL
1.6 MANUAL CONTENTS
25 CHAPTER 2 INDUSTRIAL DUCT APPLICATIONS
2.1 INTRODUCTION
2.2 DEFINITION OF INDUSTRIAL DUCT
2.3 DUCT SYSTEM CLASSIFICATION
26 2.4 MATERIAL (PARTICULATE) CHARACTERISTICS AND CLASSES
27 Table 2-1 Duct Classes and Minimum Conveying Velocities
28 Table 2-2 Material Class Descriptions
29 Table 2-3 Specific Materials Classes
37 CHAPTER 3 DUCT MATERIALS
3.1 INTRODUCTION
3.2 MATERIAL TYPES
40 3.3 CARBON AND COATED STEEL DATA
Table 3-1 Hot”rolled Steel
41 Table 3-2 Cold”rolled Steel
42 Table 3-3 Galvanized and Aluminized Steel
43 Table 3-4 Yield Strength Reduction Factor ( f) at Elevated Temperatures for Carbon and Coated Steels
Table 3-5 Modulus of Elasticity Reduction Factor ( e) at Elevated Temperatures for Carbon and Coated Steels
44 3.4 STAINLESS STEEL DATA
45 Table 3-6 Stainless Steel
46 Table 3-7 Yield Strength Reduction Factor ( f) at Elevated Temperatures for Stainless Steel
47 Table 3-8 Modulus of Elasticity Reduction Factor ( e) at Elevated Temperatures for Stainless Steel
48 3.5 ALUMINUM DATA
Table 3-9 Aluminum
49 Table 3-10 Yield Strength Reduction Factor ( f) at Elevated Temperatures for Aluminum
Table 3-11 Modulus of Elasticity Reduction Factor ( e) at Elevated Temperatures for Aluminum
50 3.6 MATERIAL PROPERTIES SUMMARY
Table 3-12 Material Properties and Temperature Limits
51 3.7 CORROSION
52 Table 3-13 Corrosion Chart
57 CHAPTER 4 DESIGN CRITERIA
4.1 INTRODUCTION
4.2 GENERAL PROVISIONS
4.3 NOMENCLATURE
59 4.4 LOADS
60 FIGURE 4-1 CRITICAL LOAD DIAGRAMS FOR WORST CASE CONDITIONS
61 FIGURE 4-2 PARTICULATE LOAD
63 4.5 LIMITS AND TOLERANCES
4.6 SERVICEABILITY AND DURABILITY
4.7 DESIGN OF DUCT THICKNESS
64 FIGURE 4-3 PANEL LOADING—MODE A
66 Table 4-1 Coefficients for Mode B Analysis
FIGURE 4-4 PANEL LOADING—MODE B
67 4.8 DESIGN OF STIFFENER SIZE
FIGURE 4-5 STIFFENER LOADING
68 4.9 DESIGN OF SUPPORT SPACING
69 4.10 BOLTING OF CONNECTIONS
FIGURE 4-6 EQUIVALENT BEAM CROSS-SECTION
FIGURE 4-7 FLANGED CONNECTION
72 4.11 CHECKING SHEAR CAPACITY OF DUCT SIDE WALLS
73 FIGURE 4-8 TYPES OF SIDEWALL BUCKLING
74 FIGURE 4-9 REINFORCEMENT PATCH
75 FIGURE 4-10 COMPARISON OF CRITICAL BUCKLING LOADS FOR 1200 x 600 MM DUCT
76 FIGURE 4-11 COMPARISON OF CRITICAL BUCKLING LOADS FOR 1800 x 900 MM DUCT
77 4.12 CRITERIA FOR THE DESIGN OF SYSTEMS WITH INTERNAL SUPPORTS
FIGURE 4-12 INTERNAL SUPPORTS
78 FIGURE 4-13 FIXED STIFFENERS
FIGURE 4-14 UNFIXED STIFFENERS
80 4.13 HANGERS AND SUPPORTS
81 FIGURE 4-15 DEFINITION OF RISER SUPPORT LOADS
82 4.14 THERMAL EXPANSION
85 CHAPTER 5 DESIGN EXAMPLES
5.1 DESIGN EXAMPLES
Table 5-1 Design Example Variables
86 EXAMPLE #5-1
89 EXAMPLE #5-2
91 EXAMPLE #5-3
96 EXAMPLE #5-4
99 EXAMPLE #5-5
105 EXAMPLE #5-6
109 EXAMPLE #5-7
114 5.2 SUBDIVIDING PANELS AND SELECTING INTERNAL SUPPORTS
115 FIGURE 5-1 SUBDIVIDING PANELS
117 FIGURE 5-2 INTERNAL PIPE SUPPORTS
123 CHAPTER 6 DUCT SELECTION TABLES ” CARBON AND COATED STEELS
6.1 INTRODUCTION
6.2 SCOPE
6.3 MINIMUM MATERIAL MECHANICAL PROPERTIES
6.4 USE OF THE TABLES
126 FIGURE 6-1 CRITICAL LOAD DIAGRAMS FOR WORST CASE CONDITIONS
127 6.5 DESIGN PROCESS
128 FIGURE 6-2 STIFFENING GUIDELINES FOR FLAT PANELS
129 FIGURE 6-3 SAMPLE PANEL CAPACITY OPTIONS FROM TABLE 6.1-1A.1
FIGURE 6-4 PANEL THICKNESS & DEFLECTION PER STIFFENER SPACING
130 FIGURE 6-5 STIFFENER SIZE PER STIFFENER SPACING
131 6.6 DUCT SELECTION TABLES
132 Table 6.1-1A.1 Panel Pressure Capacities for Class 1 Systems Operating at Up to 50 C
134 Table 6.1-2A.1 Panel Pressure Capacities for Class 2 Systems Operating at Up to 50 C
136 Table 6.1-3A.1 Panel Pressure Capacities for Class 3 Systems Operating at Up to 50 C
138 Table 6.1-4A.1 Panel Pressure Capacities for Class 4 Systems Operating at Up to 50 C
140 Table 6.1-1A.2 Panel Pressure Capacities for Class 1 Systems Operating at Up to 120 C
142 Table 6.1-2A.2 Panel Pressure Capacities for Class 2 Systems Operating at Up to 120 C
144 Table 6.1-3A.2 Panel Pressure Capacities for Class 3 Systems Operating at Up to 120 C
146 Table 6.1-4A.2 Panel Pressure Capacities for Class 4 Systems Operating at Up to 120 C
148 Table 6.1-1A.3 Panel Pressure Capacities for Class 1 Systems Operating at Up to 200 C
150 Table 6.1-2A.3 Panel Pressure Capacities for Class 2 Systems Operating at Up to 200 C
152 Table 6.1-3A.3 Panel Pressure Capacities for Class 3 Systems Operating at Up to 200 C
154 Table 6.1-4A.3 Panel Pressure Capacities for Class 4 Systems Operating at Up to 200 C
156 Table 6.1-1A.4 Panel Pressure Capacities for Class 1 Systems Operating at Up to 340 C
158 Table 6.1-2A.4 Panel Pressure Capacities for Class 2 Systems Operating at Up to 340 C
160 Table 6.1-3A.4 Panel Pressure Capacities for Class 3 Systems Operating at Up to 340 C
162 Table 6.1-4A.4 Panel Pressure Capacities for Class 4 Systems Operating at Up to 340 C
166 Table 6.2-1A.1 Panel Pressure Capacities for Class 1 Systems Operating at Up to 50 C
168 Table 6.2-2A.1 Panel Pressure Capacities for Class 2 Systems Operating at Up to 50 C
170 Table 6.2-3A.1 Panel Pressure Capacities for Class 3 Systems Operating at Up to 50 C
172 Table 6.2-4A.1 Panel Pressure Capacities for Class 4 Systems Operating at Up to 50 C
174 Table 6.2-1A.2 Panel Pressure Capacities for Class 1 Systems Operating at Up to 180 C
176 Table 6.2-2A.2 Panel Pressure Capacities for Class 2 Systems Operating at Up to 180 C
178 Table 6.2-3A.2 Panel Pressure Capacities for Class 3 Systems Operating at Up to 180 C
180 Table 6.2-4A.2 Panel Pressure Capacities for Class 4 Systems Operating at Up to 180 C
182 Table 6.2-1A.3 Panel Pressure Capacities for Class 1 Systems Operating at Up to 340 C
184 Table 6.2-2A.3 Panel Pressure Capacities for Class 2 Systems Operating at Up to 340 C
186 Table 6.2-3A.3 Panel Pressure Capacities for Class 3 Systems Operating at Up to 340 C
188 Table 6.2-4A.3 Panel Pressure Capacities for Class 4 Systems Operating at Up to 340 C
192 Table 6.3-1A.1 Panel Pressure Capacities for Class 1 Systems Operating at Up to 50 C
194 Table 6.3-2A.1 Panel Pressure Capacities for Class 2 Systems Operating at Up to 50 C
196 Table 6.3-3A.1 Panel Pressure Capacities for Class 3 Systems Operating at Up to 50 C
198 Table 6.3-4A.1 Panel Pressure Capacities for Class 4 Systems Operating at Up to 50 C
200 Table 6.3-1A.2 Panel Pressure Capacities for Class 1 Systems Operating at Up to 120 C
202 Table 6.3-2A.2 Panel Pressure Capacities for Class 2 Systems Operating at Up to 120 C
204 Table 6.3-3A.2 Panel Pressure Capacities for Class 3 Systems Operating at Up to 120 C
206 Table 6.3-4A.2 Panel Pressure Capacities for Class 4 Systems Operating at Up to 120 C
208 Table 6.3-1A.3 Panel Pressure Capacities for Class 1 Systems Operating at Up to 340 C
210 Table 6.3-2A.3 Panel Pressure Capacities for Class 2 Systems Operating at Up to 340 C
212 Table 6.3-3A.3 Panel Pressure Capacities for Class 3 Systems Operating at Up to 340 C
214 Table 6.3-4A.3 Panel Pressure Capacities for Class 4 Systems Operating at Up to 340 C
217 6.7 AUXILIARY TABLES
218 Table 6-B1 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 400 mm Intervals
219 Table 6-B2 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 600 mm Intervals
220 Table 6-B3 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 800 mm Intervals
221 Table 6-B4 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 1000 mm Intervals
222 Table 6-B5 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 1250 mm Intervals
223 Table 6-B6 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 1600 mm Intervals
224 Table 6-B7 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 2000 mm Intervals
225 Table 6-B8 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 2500 mm Intervals
226 Table 6-B9 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 3000 mm Intervals
227 Table 6-B10 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 4000 mm Intervals
228 Table 6-B11 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 5000 mm Intervals
229 Table 6-B12 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 6000 mm Intervals
231 Table 6-C Internal Carbon Steel Pipe Support ” Allowable Load Table
232 Table 6-D Stiffener Data
236 Table 6-E Maximum Allowable Duct Load as a Function of Support Span
237 Table 6-F Section Properties and Bending Moment Capacity of Duct
238 Table 6-G1 Min. Flange Height and Maximum Bolt Spacing for Bolted Flanges
Table 6-G2 Maximum Bolt Hole Gage for Bolted Flange Connections
239 Table 6-H1.a Load Ratio Alpha ( ) vs. Duct Aspect Ratio and Stiffener Spacing
240 Table 6-H1 Maximum Allowable Shear Load Based on Localized Buckling
242 Table 6-H2 Maximum Allowable Shear Load Based on Global Buckling
247 CHAPTER 7 DUCT SELECTION TABLES ” STAINLESS STEEL
7.1 INTRODUCTION
7.2 SCOPE
7.3 MINIMUM MATERIAL MECHANICAL PROPERTIES
7.4 USE OF THE TABLES
250 FIGURE 7-1 CRITICAL LOAD DIAGRAMS FOR WORST CASE CONDITIONS
251 7.5 DESIGN PROCESS
252 FIGURE 7-2 STIFFENING GUIDELINES FOR FLAT PANELS
253 FIGURE 7-3 SAMPLE PANEL CAPACITY OPTIONS FROM TABLE 7-A.3
FIGURE 7-4 PANEL THICKNESS & DEFLECTION PER STIFFENER SPACING
254 FIGURE 7-5 STIFFENER SIZE PER STIFFENER SPACING
255 7.6 DUCT SELECTION TABLES
256 Table 7-A.1 Panel Pressure Capacities for Classes 1 and 5 Stainless Steel Systems Operating at Up to 50 C
258 Table 7-A.2 Panel Pressure Capacities for Classes 1 and 5 Stainless Steel Systems Operating at Up to 180 C
260 Table 7-A.3 Panel Pressure Capacities for Classes 1 and 5 Stainless Steel Systems Operating at Up to 425 C
263 7.7 AUXILIARY TABLES
264 Table 7-B.1 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 400 mm Intervals
265 Table 7-B.2 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 600 mm Intervals
266 Table 7-B.3 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 800 mm Intervals
267 Table 7-B.4 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 1000 mm Intervals
268 Table 7-B.5 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 1250 mm Intervals
269 Table 7-B.6 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 1600 mm Intervals
270 Table 7-B.7 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 2000 mm Intervals
271 Table 7-B.8 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 2500 mm Intervals
272 Table 7-B.9 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 3000 mm Intervals
273 Table 7-B.10 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 4000 mm Intervals
274 Table 7-B.11 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 5000 mm Intervals
275 Table 7-B.12 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 6000 mm Intervals
276 Table 7-C.1 Internal Stainless Steel Pipe Support ” Allowable Load Table
277 Table 7-C.2 Internal Stainless Steel Tube Support ” Allowable Load Table
278 Table 7-D Stiffener Data
282 Table 7-E Maximum Allowable Duct Load as a Function of Support Span
283 Table 7-F Section Properties and Bending Moment Capacity of Duct
284 Table 7-G1 Min. Flange Height and Maximum Bolt Spacing for Bolted Flanges
Table 7-G2 Maximum Bolt Hole Gage for Bolted Flange Connections
285 Table 7-H1.a Load Ratio Alpha ( ) vs. Duct Aspect Ratio and Stiffener Spacing
286 Table 7-H1 Maximum Allowable Shear Load Based on Localized Buckling
288 Table 7-H2 Maximum Allowable Shear Load Based on Global Buckling
293 CHAPTER 8 DUCT SELECTION TABLES ” ALUMINUM
8.1 INTRODUCTION
8.2 SCOPE
8.3 MINIMUM MATERIAL MECHANICAL PROPERTIES
8.4 USE OF THE TABLES
296 FIGURE 8-1 CRITICAL LOAD DIAGRAMS FOR WORST CASE CONDITIONS
297 8.5 DESIGN PROCESS
298 FIGURE 8-2 STIFFENING GUIDELINES FOR FLAT PANELS
299 FIGURE 8-3 SAMPLE PANEL CAPACITY OPTIONS FROM TABLE 8-A.2
FIGURE 8-4 PANEL THICKNESS & DEFLECTION PER STIFFENER SPACING
300 FIGURE 8-5 STIFFENER SIZE PER STIFFENER SPACING
301 8.6 DUCT SELECTION TABLES
302 Table 8-A.1 Panel Pressure Capacities for Class 1 Systems Operating at Up to 50 C
304 Table 8-A.2 Panel Pressure Capacities for Class 1 Systems Operating at Up to 120 C
306 Table 8-A.3 Panel Pressure Capacities for Class 1 Systems Operating at Up to 200 C
309 8.7 AUXILIARY TABLES
310 Table 8-B.1 Pressure Capacity Table for Aluminum Reinforcements Spaced at 400 mm Intervals
311 Table 8-B.2 Pressure Capacity Table for Aluminum Reinforcements Spaced at 600 mm Intervals
312 Table 8-B.3 Pressure Capacity Table for Aluminum Reinforcements Spaced at 800 mm Intervals
313 Table 8-B.4 Pressure Capacity Table for Aluminum Reinforcements Spaced at 1000 mm Intervals
314 Table 8-B.5 Pressure Capacity Table for Aluminum Reinforcements Spaced at 1250 mm Intervals
315 Table 8-B.6 Pressure Capacity Table for Aluminum Reinforcements Spaced at 1600 mm Intervals
316 Table 8-B.7 Pressure Capacity Table for Aluminum Reinforcements Spaced at 2000 mm Intervals
317 Table 8-B.8 Pressure Capacity Table for Aluminum Reinforcements Spaced at 2500 mm Intervals
318 Table 8-B.9 Pressure Capacity Table for Aluminum Reinforcements Spaced at 3000 mm Intervals
319 Table 8-B.10 Pressure Capacity Table for Aluminum Reinforcements Spaced at 4000 mm Intervals
320 Table 8-B.11 Pressure Capacity Table for Aluminum Reinforcements Spaced at 5000 mm Intervals
321 Table 8-B.12 Pressure Capacity Table for Aluminum Reinforcements Spaced at 6000 mm Intervals
322 Table 8-C.1 Aluminum Internal Pipe Support—Allowable Load Table
323 Table 8-C.2 Aluminum Internal Tube Support ” Allowable Load Table
324 Table 8-D Stiffener Data
328 Table 8-E Maximum Allowable Duct Load as a Function of Support Span
329 Table 8-F Section Properties and Bending Moment Capacity of Duct
330 Table 8-G1 Min. Flange Height and Maximum Bolt Spacing for Bolted Flanges
Table 8-G2 Maximum Hole Gage for Bolted Flange Connections
331 Table 8-H1.a Load Ratio Alpha ( ) vs. Duct Aspect Ratio and Stiffener Spacing
332 Table 8-H1 Maximum Allowable Shear Load Based on Localized Buckling
334 Table 8-H2 Maximum Allowable Shear Load Based on Global Buckling
339 CHAPTER 9 HANGERS AND SUPPORTS
9.1 INTRODUCTION AND SCOPE
9.2 HANGERS AND SUPPORTS COMMENTARY
9.3 GENERAL GUIDELINES
340 9.4 METHODS FOR HANGING AND SUPPORTING DUCT
9.5 DUCT HANGERS AND SUPPORTS
341 FIGURE 9-1 HANGER ATTACHMENTS TO STRUCTURES
342 FIGURE 9-2 UPPER ATTACHMENT DEVICES – TYPICAL
343 EXAMPLE 9-1. TRAPEZE HANGER
344 Table 9-1 Support Capacity of Horizontal Channel
345 Table 9-2 Support Capacity of Horizontal Angle
346 Table 9-3 Standard Steel Pipe Column – Load Tables
347 Table 9-4 Hanger Rod Capacity
Table 9-5 Hanger Bar Capacity
Table 9-6 Hanger Angle Capacity
348 Table 9-7 Knee Brace Hanger Capacity
349 Table 9-8 Knee Brace Support Capacity
350 9.6 ISO 4014/4017 BOLTS
351 Table 9-9 ISO 4014/4017 Metric Dimensional Standards for Hex Bolts
352 Table 9-10 Bolt Stress Area
354 9.7 GASKETS, CAULKING, AND JOINT SEALANTS
Table 9-11 Gaskets, Caulking, and Joint Sealants
359 CHAPTER 10 WELDING
10.1 INTRODUCTION
10.2 WELDED JOINT ACCEPTED INDUSTRY PRACTICE
10.3 WELDED JOINT CONSIDERATIONS
361 Table 10-1 Allowable Stress For Stitch Welds
362 Table 10-2 Welded Joint Designs — Butt Joints (B)
363 Table 10-3 Welded Joint Designs — Corner and Butt Joints (C and B)
364 Table 10-4 Welded Joint Designs — Corner and Tee Joints (C and T)
365 FIGURE 10-1 JOINTS, WELDS, AND GROOVES
366 10.4 TYPES OF JOINTS AND EDGE PREPARATION
10.5 WELDING PROCEDURES
368 Table 10-5 Gas Metal Arc Welding of Carbon Steel
369 Table 10-6 Shielded Metal Arc Welding (SMAW) of Carbon Steel
Table 10-7 Gas Tungsten Arc Welding (GTAW) of Carbon Steel
370 Table 10-8 Gas Metal Arc Welding (GMAW) of Galvanized Steel
Table 10-9 Shielded Metal Arc Welding (SMAW) of Galvanized Steel
Table 10-10 Gas Tungsten Arc Welding (GTAW) of Galvanized Steel
371 Table 10-11 Gas Metal Arc Welding of Stainless Steel
372 Table 10-12 Shielded Metal Arc Welding (SMAW) of Austenitic Stainless Steel
Table 10-13 Gas Tungsten Arc Welding (GTAW) of Austenitic Stainless Steel
373 Table 10-14 Gas Metal Arc Welding of Aluminum
Table 10-15 Gas Tungsten Arc Welding (GTAW) of Aluminum
374 10.6 WELDING SYMBOLS
376 FIGURE 10-2 STANDARD LOCATION OF ELEMENTS OF A WELDING SYMBOL
FIGURE 10-3 SUPPLEMENTARY SYMBOLS
377 FIGURE 10-4 TYPICAL WELD SYMBOLS USED FOR SHEET METAL AND LIGHT PLATE
378 FIGURE 10-5 PLATE WELDING SYMBOLS
381 CHAPTER 11 ACCEPTED INDUSTRIAL CONSTRUCTION PRACTICES
11.1 INTRODUCTION
11.2 COMMON SEAMS AND JOINTS
11.3 FABRICATION TOLERANCES
382 FIGURE 11-1 LONGITUDINAL SEAMS
383 FIGURE 11-2 LONGITUDINAL SEAMS (CONTINUED)
384 FIGURE 11-3 TRANSVERSE SEAMS OR JOINTS
385 FIGURE 11-4 CROSSBRAKING LIGHT GAGE PANELS
386 FIGURE 11-5 TYPES OF STIFFENERS
387 FIGURE 11-6 TYPES OF STIFFENERS (CONTINUED)
388 FIGURE 11-7 INTERNAL PIPE SUPPORTS
389 FIGURE 11-8 TYPES OF FLANGED CONNECTIONS
390 FIGURE 11-9 EXPANSION JOINTS
391 FIGURE 11-10 FLEXIBLE CONNECTIONS
392 FIGURE 11-11 ACCESS DOORS
393 FIGURE 11-12 EXPLOSION DOOR
394 FIGURE 11-13 VARIOUS FITTINGS
397 CHAPTER 12 GUIDE SPECIFICATION
12.1 INTRODUCTION
12.2 DRAWINGS
12.3 SEISMIC RESTRAINT PROVISIONS
12.4 GUIDE SPECIFICATION
411 APPENDIX A SUPPLEMENTARY DESIGN DATA
A.1 INTRODUCTION
412 FIGURE A-1 BASIC WIND SPEED (KPH)
413 Table A-1 Conversion of Wind Loads
414 FIGURE A-2 SNOW GROUND LOAD ” WESTERN U.S. (LB/SQ FT)
415 FIGURE A-3 SNOW GROUND LOAD ” EASTERN U.S. (LB/SQ FT)
416 FIGURE A-4 GLAZE ICE ACCRETION ZONE
417 Table A-2 Insulation Physical Data
418 Table A-3 Lagging Physical Data
419 Table A-4 Thermal Expansion Chart
423 APPENDIX B COMMENTARY ON SURFACE PREPARATION TECHNIQUES
B.1 INTRODUCTION
B.2 METAL SURFACE PREPARATION
424 Table B-1 Surface Conditions and Recommended Treatment
Table B-2 Surface Preparation Methods
427 APPENDIX C REFERENCED DOCUMENTS
C.1 ISO STANDARDS
428 C.2 ANSI STANDARDS
C.3 SMACNA STANDARDS
C.4 OTHER STANDARDS
C.5 OTHER RESOURCES
431 GLOSSARY
441 INDEX
SMACNA RectangularIndustrialDuctConstructionStandards 2007 SIE
$183.63